36-206 (4) r
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Conditions: Driveway Permit
In lieu of plan approved by City Engineer ,
I agree to the following added conditions:
1) I will contact the Department of Public Works and have
an inspector check and approve the graded gravel base
prior to paving to insure compliance with slope and
location;
2) I further agree that if in the inspections any of the
permit conditions are not met that I will at no expense
to the City remove and replace the driveway as directed
by the City Engineer.
By:
Petitioner Eric Wuerfele
Progressive Structures
NOTE: The Public Works Department recommends that you provide a
plan showing the proposed driveway with grades and location
in the future to avoid possible expense which you will incur
by not getting approval of actual plans in advance.
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` CITY OF NORTHAMPTON, MASS.
July 8, 19 87
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petiition your honorable body for
Permission to install driveway at Lot 7jWinterberry Lane Northampton
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be
disturbed. All drainage shall be directed off the driveway surface to
adjacent land and not on the existing roadway. Driveway surface to be
paved if the grade of the proposed driveway exceeds 37 or more.
By:�.
Eric Wuerfe
Progressive Structures
Proposed Location /
Inspected by: 'q� ��! + l 7-13—��
Gravel Base Grade
Inspected by: , 't'i't{ �4 ke"
Final Approval:
- J
THE BOARD OF PUBLIC WORKS
Voted that petition bg granted.
DEC 21988
ul 0, adsel, Director of blic Works/
City Engineer
DEPT.OF BUILDING INSPECTIONS (SUBJECT TO ATTACHED CONDITION l & 2)
NO'THAMI TON,VA 01060 r
of 'Wart4alliptall *WO-
Offirt of t4t 'Inspator of Auilbings
212 Main Street•Municipal Building
Northampton, Mass. 01060
TEMPORARY 30 DAYS #514
CERTIFICATE OF OCCUPANCY
b t 1988
Page No. 36 Plot 77-7
iilding (Name) _mow Single Family DwellinqZGarage Address 59 Winterberry Lane/Lot #7
vner Henry Fairlie Address 68 Winterberry Lane
iplicant Progressive Structures Address Same
e: 1st Residential Occupancy
2nd Residential Occupancy
3rd Occupancy
4th Occupancy
�ne District SR
quired Inspections:
New Building XX Existing Building
avator Electrical
'Y
imbing S D. Fire
ilding GAS: Other
67(
Inspector of Buildings
.20� roy CrztU of Wort 4Zd1Ylptai
B �
Office of t t _-_-
h �ttsvtrtor of �uilbirgs
212 Main Street•Municipal Building
Northampton, Mass. 01060 = w
#514
CERTIFICATE OF OCCUPANCY
February 28, 1989
Page No. 36 Plot 77-7
Building (Name) NEW SINGLE FAMILY DWELLING/GARAGE Address 59 WINTERBERRY LN./LOT#7_
Owner HENRY FAIRLIE Address 68 WINTERBERRY LANE
Applicant PROGRESSIVE STRUCTURES Address SAME
Use: 1st RESIDENTIAL Occupancy
2nd RESIDENTIAL Occupancy
3rd Occupancy
4th Occupancy
Zone District SR
Required Inspections:
New Building XX Existing Building
Elevator Eiectrical
Plumbing. ZZ_ -- S.D. Fire
w f�
Building GAS: Other
In actor of Buildings
Vill. ZONING PLAN EXAMINERS NOTES
DISTRICT
FRONT YARD
SIDE YARD SIDE YARD
REAR YARD
NOTES
IX. SITE OR PLOT PLAN For Applicant Use
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NOTES and Data — (For deportment use)
7 C'_!
PRECAST PUMP CHAMBER. PC 4 x 6.
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r _- - - -- �
1 1 4'-0..
1 �
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PLAN VIEW
6„ � 6..walls ._
—— ———
t t.
Inside Height t t
Variable ( 1
I I
a — — — -
6° :
CROSS SECTION VIEW RIGHT SIDE VIEW
„a r
xr; ,
Inside height and root,floor and side wall openings as specified. i
r
Maximum Inside height for 2 piece pump chamber 8'-0"
Maximum height of each additional piece 4'-0"
Capacity—180 gallons per 1 toot of liquid
SPECIFICATIONS
CONCRETE MINIMUM STRENGTH - 5,000 P.S.I. ® 28 DAYS -
STEEL REINFORCEMENT ASTM A-615-79, GRADE 60, 1" MIN. COVER
DESIGN LOADING AASHTO HS20-44
EARTH COVER — 0 to 5 FEET
WATER TABLE — 31/2 FEET BELOW FINISH GRADE
CONSTRUCTION JOINT — SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT
0 4-1,983 ROTONDO&SONS,INC.
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I1� f w � � ICI- �� � �•,
• ..,.:� ., �'n :3 (,cam)
' G=' pO••D" F' •Y � R
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500/11 At
Features
I PUMP Impeller Is recessed Powerful 4110 HP Motor is Rotary Shaft Seal has carbon Mercirry Switch 20 AMP rating,
-Tornado" type—operates oil filled for good insulation and and ceramic laces for positive 3"cylinder,wide angle 1201 oper-
complelely out of volute passage lubrication of bearings and seal. seal. Body is stationary,prevents ation,,polyp ropy Iene material.
wing Ivll epvning for flow of Overload protection built-in, has string or trash from winding Minimum recommended Tether
O
cluios and solids. no starting switch or relay on seal. length is 316"from cord clip to
Motor Housing is heavy cast mechanism. Switch Housing(SSM4A) is switch case (Pump Down 7-8").
iron, epoxy coaled. Stator is Thrust Washers and Sleeve completely sealed from sump 'Pump Down'can be increased
pressed in for perfect alignment, Bearings are oil lubricated for liquid,easily removed for by increasing the Tether length.
best heat transfer, smooth operation, long pump life. replacement if needed. I`
Dimensions
+�"' � 3 rti. 55k1,4M��2�•r 2`
i ';• '�; "! ,! , is ,) , lw-
_— f ,�5�••.� J' M•V� t�?y '�l ph{�j�t a R*j,'V' {I 1 !YI�% �r r
I r1 .zl ! r C!F't't� tJl��,..��y}'✓Sr., :.,. :y,,rt.r,�S„
2922..1 1
'_!%��J�,�s.'!�✓�/� ,� �.. I�, \�� 9?t rom'�y { ,, nin
f
r r 'It,& 7st r�9,/2S} rat ylh. 9( rCVi �
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Performance Curve
` !�Ji=. _ S`S/ '"ah`1lfuYr > �r• .+.,4vrx9Yfi ,.,, ,t.
rsa{;.�� k+ w ., CAPACITY LITERS PE t I IINUTE
1I�,�_� _ {��//y�7',j'x.�-'pf�"10 `#20 40t 60.+,�$OO�yj"1100ry120%140 00. t0) 200Y{220tF240 =�1,
4�2 ,
`
/`! _�/�r r• �( ? 20.
o 6 r
1jjjla-- r dr�rY
Li'l4•
2ql} '24y p1 60
F'A�Y,t•X��
Accessories
t Performance Table �r
i,ers offers a wide selection of acGessdry�y��i �s.fo,r�Lls�wat�1 tr
SSf.t: pumps:adjustable level controls, et:sumplcop, rb 8 Feel 2 4 6 8 I; 12 :4 IG 18 U
!lie n controls, electrical control boxes and`4�
check valves, polyethlene and llbergiass;basi' ""etc` dY�� } it Head Meters GI 1.22 1.83 1.44 3US ' 3.66 4?j 4.88 5..9 6 IU , %I
v�f qty Gallons Per Hour 3,600 3,600 3,450 3,300 3 I30, 2,900 i,�SU 2.250 1,800 1,300 oU
a
vi u yr
Liters Per Hour 13,625 13.625 13,058 12.490 11.92+110.9)6 9,652 8,516 6.813 4,9211 '96
o a Performance Capabilities
0
Capacities to 6(i GPM 227 LPM
Heads to 211 feet 7.32 meters
Pump Down Range 7 to 14 inch s 177.8 to 355.6 nun
^I
Automatic,con ro s ' Co trot boxES ,:
1r J� Solid Handling Capability incn jla. solids_ 19.1 mm dta solids
yy4; r liquids Handled I Fresh ,drainage effluent waste watt'
Intermittent liquid Temp,
l -- i ,I,S }S Motor -- -- _/lo HP
LI 115/23(1 V_12.0 A/6.0 A, 1 (b, 60 Herl/
Electrical _ —
�,?;t `\ Dfschar e 1. inch 38.1 mm
i 3'? a �• Automatic Model,(manual pump variablo with switch).
01vIS10N OF
tit r � irrs ti R E. (VIYERS CO. My
NEIL
Cre kv2lves 14 "sl 400 ORANGE STREET CORPORA710N
C�3 � 'yti ` ASHlANO, 0H10 44805.2185
;�7;6y��y�444'' f}���yy �'gtLt ,�+.f "! 419/289.1144 TELEX 98.7443
1?
�' � SECTION 500
GE
PA 3
dui 1/30/83
IV ll
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t� r
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-", f l.4 SUBMERSIBLE SU M N D ElF, FLUENT
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,tr '�<4 i^E`�.,•..' �l;, �,�� 7 ;�jE¢ ��;. _r e;�, fq;..k.rs '����9 )iy,'14i+ "`C{' L�'��`''1� nr` y J, -tt; .
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SSM4M (manual) SSM4A (automatic)
THE COMMONWEALTH OF MASSACHUSETTS /� r /�U//��
BOARD OF HE LTH
...........
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FEE.cp-s
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isr::reby granted.. I..
10 COnSULICE k )Q '-'rkair n InqivW(ial Sewage Disp I Sys.tem..... .............. ...............................
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THE COMMONWEALTH OF MASSACHUSETTS �j�/� u+
BOARD E
OF H TH
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OF...... . . ..... ........... ......... .........../o..................
FEE ..........
is i::,-reby granted.......
10 Construct n In Mkkal Sewage Disposill System
4 — - -m
No............ 4
<.hown on the I r.,�t X. ..........
app;1cation for Disposal Works Construction Permit .... ... .. ted.... ... ... ..
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DATE........... Fi- ...........
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Conditions: Driveway Permit
In lieu of plan approved by City Engineer
I agree to the following added conditions:
1) I will contact the Department of Public Works and have
an inspector check and approve the graded gravel base
prior to paving to insure compliance with slope and
location;
2) I further agree that if in the inspections any of the
permit conditions are not met that I will at no expense
to the City remove and replace the driveway as directed
by the City 9ngineer.
Petitioner- Er c Wuerfele
Progressive Structures
NOTE: The Public Works Department recommends that you provide a
plan showing the proposed driveway with grades and location
in the future to avoid possible expense which you will incur
by not getting approval of actual plans in advance.
k
CITY OF NORTHAMPTON, MASS.
July 8, 19 87
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petiition your honorable body for
Permission to install driveway at Lot 7� Winterberry Lane Northampton
;Fifteen (15) foot maximum width at the street line. Gutter drainage not to be
disturbed. All drainage shall be directed off the driveway surface to
adjacent land and not on the existing roadway. Driveway surface to be
paved if the grade of the proposed driveway exceeds 3% or more.
j
By:��
Eric Wuerfe
Progressive Structures
Proposed Location /4� , 7_13_e7)
Inspected by:
Gravel Base Grade
Inspected by:
Final Approval:
THE BOARD OF PUBLIC WORKS
Voted that petition be granted.
Paul 0. Hadsel, Director of Public�W 4.
City Engin.
(SUBJECT TO ATTACHED CONDITION t
Conditions: Driveway Permit
In lieu of plan approved by City Engineer ,
I agree to the following added conditions:
1) I will contact the Department of Public Works and have
an inspector check and approve the graded gravel base
prior to paving to insure compliance with slope and
location;
2) I further agree that if in the inspections any of the
permit conditions are not met that I will at no expense
to the City remove and replace the driveway as directed
by the City Engineer.
By:
Petitioner EAc Wuerfele
Progressive Structures
NOTE: The Public Works Department recommends that you provide a
plan showing the proposed driveway with grades and location
in the future to avoid possible expense which you will incur
by not getting approval of actual plans in advance.
CITY OF NORTHAMPTON, MASS.
July 8, 19 87
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petiition your honorable body for
Permission to install driveway at Lot 7�Winterberry Lane Northampton
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be
disturbed. All drainage shall be directed off the driveway surface to
adjacent land and not on the existing roadway. Driveway surface to be
paved if the grade of the proposed driveway exceeds 3% or more.
By:� �-
Eric Wuerfe
Progressive Structures
Proposed Location � , ( 7-13_e7 }
Inspected by: q�-
Gravel Base Grade
Inspected by:
Final Approval:
THE BOARD OF PUBLIC WORKS
Voted that petition be granted.
Paul 0. Hadsel, Director of Public Works/
City Engineer
(SUBJECT TO ATTACHED CONDITION 1 & 2)
IV. IDENTIFICATION — To be completed by all applicants
Name Mailing address — Number, street, city, and State ZIP code Tel. No.
1. a
Owner or '�r�-/�•� ` / �l /f,./fe C�zi• eie)G.J
Lessee
Builder's
2. License No. ! Fn
Contractor .
3. OF
Architect or
Engineer
I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to
make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction.
Signature of applicant Address Application date
3d g
` DO NOT WRITE BELOW THIS LINE
V. PLAN REVIEW RECORD — For office use
Plans Review Required Check Plan Review Date Plans B Date Plans B Notes
q Fee Started y Approved y
BUILDING $
PLUMBING $
MECHANICAL $
ELECTRICAL $
OTHER $
VI. ADDITIONAL PERMITS REQUIRED OR OTHER JURISDICTION APPROVALS
Permit or A rovaI Check Date Number B Permit or A Dote
pp Obtained Y Approval Check Obtained Number By
BOILER PLUMBING
CURB OR SIDEWALK CUT ROOFING
ELEVATOR SEWER
ELECTRICAL SIGN OR BILLBOARD
FURNACE STREET GRADES
GRADING USE OF PUBLIC AREAS
OIL BURNER WRECKING
OTHER OTHER
II. VALIDATION
Building ' FOR DEPARTMENT USE ONLY
Permit number
Building.
Use Group
Permit issued Ci UA P, 19
Building Fire Grading
t
Permit Fee $ (- A2 .,J, Live Loading
Certificate of Occupancy $ Occupancy Load
Approved by:
Drain Tile $ ,
Plan Review Fee $
TITLE
CITY OF NORTHAMPTON
$ MASSACHUSETTS
s OFFICE of the INSPECTOR of BUILDINGS
Page Plot APPLICATION FOR
INSPECTOR ZONING PERMIT AND
BUILDING PERMIT
z
IMPORTANT — Applicant to complete all items in sections: 1, 11, 111, IV, and IX. O
ZONING
I• AT (LOCATION) - , DISTRICT—
LOCATION (NO.) ST T)
OF BETWEEN AND
BUILDING (CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION it. LOT BLOCK SIZE
H
II. TYPE AND COST OF BUILDING — All applicants complete Parts A — D
A. TYPE OF IMPROVEMENT D. PROPOSED USE — For"Wrecking" most recent use m
M
-a
1 �New building Residential Nonresidential
2❑ Addition()/ residential, enter number 12 One family 18❑ Amusement, recreational
of new housing units added, if any,
in Part D, 13) 13 ❑ Two or more family — Enter 19 ❑ Church, other religious
3 Alteration (See 2 above)
number of units— — — — --> 20❑ Industrial
❑
14 ❑ Transient hotel, motel, 21 ❑ Parking garage
4 ❑ Repair, replacement or dormitory — Enter number
--_—————— — 22 ❑ Service station, repair garage
5 ❑ Wrecking (1l multifamily residential, o/ amts
enter number of units in building in 15 ZC Garage 23 ❑ Hospital, institutional
Part D, 13) 16 ❑
6 ❑ Moving (relocation) Carport 24❑ Office, bank, professional
7 ❑ Foundation only 17 ❑ Other — Specify 25❑ Public utility
26❑ School, library, other educational
B. OWNERSHIP 27❑ Stores, mercantile
8 t/ Private (individual, corporation, 28 ❑ Tanks, towers
nonprofit institution, etc.) 29❑ Other — Specify
9 ❑ Public (Federal, State, or
local government)
C. COST (Omit cents) Nonresidential — Describe in detail proposed use of buildings, e.g., food
processing plant, machine shop, laundry building at hospital, elementary
10. Cost of improvement,,,,,,,,,,,,,,,, school, secondary school, college, parochial school, parking garage for,
department store, rental office building, office building at industrial plant.
To be installed but not included If use of existing building is being changed, enter proposed use.
in the above cost
a. Electrical.....................
b. Plumbing .....................
c. Heating, air conditioning.........
d. Other (elevator, etc.)............ �r
11. TOTAL COST OF IMPROVEMENT 1$ L
III. SELECTED CHARACTERISTICS OF BUILDING — For new buildings and additions, complete Parts E — L;
for wrecking, complete only Part J, for all others skip to IV.
E. PRINCIPAL TYPE OF FRAME G. TYPE OF SEWAGE DISPOSAL J. DIMENSIONS
30❑ Masonry (wall bearing) 40 ❑ Public or private company 48• Number of stories..............
31 ood frame 41 rivate (septic tank, etc.) 49. Total square feet of floor area,
all floors, based on exterior
32 ❑ Structural steel dimensions ..................... 'r
33 ❑ Reinforced concrete H. TYPE OF WATER SUPPLY
34 ❑ Other — Specify 42 ' ic or private company 50. Total land area, sq, ft. ...........
ubl
43 ❑ Private (well, cistern) K. NUMBER OF OFF-STREET
PARKING SPACES
51. Enclosed .......................
F. PRINCIPAL TYPE OF HEATING FUEL I. TYPE OF MECHANICAL
35 Gas Will there be central air 52. Outdoors........................
conditioning?
36 ❑ Oil L. RESIDENTIAL BUILDINGS ONLY
37 ❑ Electricity 44 ❑ Yes 45 i2 No 53. Number of bedrooms.............. w
38 ❑ Coal
39 ❑ Other — Specify Will there be an elevator? Full..........
�
// 54. Number of
46 ❑ Yes 47 U..dN-'. bathrooms f
Partial........ /
a DEPT. OF BUILDING INSPECTIONS BUILDING Z° CSd��c- . 1190
212 Main Street °< T�
Northampton, MA 01060 PERMIT <a
36 - 77-7 VALIDATION
D TE August 11 , 19 87 PERMIT Iv O. 514
APPLICANT Progressive Struc�ur�s- ADDRESS_ 69 Winterberry Lane 038784
(NO.) (STREET) (CONTR'S LICENSE)
New Building One Family/Garage NUMBER OF +1
PERMIT TO (_) STORY DWELLING UNITS
(TYPE Of IMPROVEMENT) NO. (PROPOSED USE)
/ L`j q Wi ntPrhPrry Lane ZONING
AT (LOCATION) Lrtt #7/HQL(S P 7t' DISTRICT J SR
(NO.) (STREET)
BETWEEN AND
(CROSS STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK SIZE
BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
(TYPE)
REMARKS:
AREA ME OR 2093 sq.. ft. ESTIMATED COST � 120,000.00 FEEMIT $ 662.20
(CUBIC/SQUARE FEET)
OWNER Henry Fairlie
ADDRESS 68 Winterberry Lane, Northamptor, BYI � ��
WHITE - FILE COPY . GREEN - FIELD COPY • CANARY - APPLICANT COPY • PINK - ASSESSORS COPY P OP